DEFORMATION OF RIVER BED AND THE CHARACTERISTICS OF SEDIMENT TRANSPORT DURING HYPER-CONCENTRATED FLOOD IN THE YELLOW RIVER
DEFORMATION OF RIVER BED AND THE CHARACTERISTICS OF SEDIMENT TRANSPORT DURING HYPER-CONCENTRATED FLOOD IN THE YELLOW RIVER出 版 物:《International Journal of Sediment Research》 (国际泥沙研究(英文版))
年 卷 期:1997年第3期
页 面:72-79页
学科分类:08[工学] 081502[工学-水力学及河流动力学] 0815[工学-水利工程]
主 题:Hyper-concentrated flood Sediment transport the Yellow River
摘 要:Analysis of field data indicated that channel resistant force during hyper-concentrated flood can be computed by Manning’s equation. The dominant factor which controls sediment transport is the channel configuration. Sediment transporting capacity in narrow and deep channel is potentially large. The suitable sediment concentration for transporting ranges from 300 kg/m3 to 800 kg/m3 and the most difficult situation occurs at 200 kg/m3. When hyperconcentrated flood transports through wide and shallow river, the main channel of the river becomes deeper and narrower due to deposition on flood plain and erosion in the channel. Thus, sediment carring capacity increases and so does the speed of flood propagation.